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HomeMy WebLinkAbout3884 Saltmarsh Lp 18-1034 (rev)COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000161 BUILDING PERMIT NUMBER: 18-10000161 DATE: February 28, 2 018 UNIT ADDRESS: SALTMARSH LOOP 3884 LOT 30 17-20-31-502-0000-0300 TRAFFIC ZONE:022 JURISDICTION: SEC., TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES OF FLORIDA ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3884SVET/ASFR LOOP / LOT 30 / WYNDHAM - --------- PRES-- --- .............. ------------------------ --- -- FEE BENEFIT RATE UNIT ' CALL ------------- UNIT' -- TOTAL DUE TYPE DIST SCHED RATE ----------------------- -------._._-----._-- UNITS ------ TYPE ............... ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit .00 FIRE RESCUE N/A .00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A .00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT, THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Revision City of Sanford Response o Comments ❑, Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # � � 1064 Submittal Date Project Address:Y)� Contact: Sarah Woolwine Ph: 407-730-1311 Fax: Email: sarah.woolwine@starlighthomes.com Trades encompassed in revision: General description of revision: I Building&,Vri'tA ❑ Plumbing �fl) 1 < 1 J ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ROUTING INFORMATION Approvals ❑ Building -Sp r7- I"7- [(� BOND --BEAM ,----GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW 51LL, OR EG2UIV. GA5T-GRETE WINDOW 51LL, OR EGUIV, TOLERANGE5: ALL DIMEN51ON5 TO BE HELD WITHIN +/-y4.. OUT5IDE '�`- W 2)2X4's EDGE DISTANCE EDGE 11112 E06E 2 1/2 ED6E PER DETAIL DBL. TOP PLT. BEYOND NAILING PATTERN PER O -- NAILING SGHEDULE T 3"x0.131"x3 ua� ---___ —_---- ----- __----- GOMMON cv _ p - I Lu CNwI I ; 112 212 214 z - �,, II 2 � v 3 x0.131 x3 I Q IN51DE 2X'5 I I 3x0.131 x3 I 3"COMMON `n PER DETAIL I I GOMMON x0.131 "x3" COMMON v RECORD COPY OPP.51DE v I v I I z v I I 3"x0.131"x3" z II < — � I I I I � � I I COMMON OPP, 51 DE vanI NamD15TANGE _ 3x0.131 x3 i k PER DETAIL FLOOR 5Y5T M BEYOND — — — — — — COMMON OPP. 51DE E GMU WALL BEYOND W ��� , IN51D PLY NAILS NAILED AT 8 O.G. STAGGERED. OUTSIDE ��� Nc . (2)2X4 5 (2)2X6 s (2)2X8 8 r (1 OUT5IDE NAILS NAILED AT 8" O.G. (2)2X'5 v 1 > NOTE: r MIN �6 NIND5TORM OR EG2UIVALENT NALL SHEATHING TO BE U5ED J O SAPIFORI A5 UPLIFT RE515TANGE, NO OTHER FA5TENER5 REM). EXCEPT A5 () )�) X r,01 WN np (4 DX r,nl I JMN NOTED ON PLANS IN TWO 5TORY FRAME APPLICATIONS. 2x EXTERIOR WALL I'll -1 All rnn r.It--A, IIAI/• 1 N 77324 1', '1 'TATE. OF ;. ✓LL 1 L/ {I \ I V I \ JI IL/ \ I 1111 {V .. d f' 4;; {�yyIt Y, _ c FASTEN FLOOR SFIEATHING TO BLOCKING •/ �''�` >,.. �+, '�•,:."`�`�' 'N. 2x EXTERIOR WALL FASTEN FLOOR �HEAThIING TO FASTEN FLOOR SHEATHING / �• , ,Qh14. EXTERIOR WALL 5hIT'G. TO----- AND GONNEG710N 5PEG5. FA5TEN 5OLE PLATE TO RIM I- fH N6 " " TO RIM w/ 2Y2"x0.131 w/ 2Y2 x0.131 NAILS 4 O.G. -SEE PLAN FOR Sf CA I BOARD w/ 3x0.131 NAILS c� 6 O.G. BLOGKINC, w/ 2 Y2 x0.131 NAILS @ 6 O.G. I RUN CONTINUOUS BULL HEIGHT"...,.,_ - -4"0, AND GONNEGTION 5PEG5. I Ye" 0513 BLOGKIN6 EVERY OTHER NAILS G. EXTERIOR WALL SWIG. 70.E _I YB FULL DEPTH 0515 OF WALL FROM BOTTOM OF I Y" FULL DEPTH 0513 BLOCKING @ I JOISTS BAY OVER SHEAR WALL. FASTEN TO BLOGKIN6 @ 48"o.c. ALONG RIM TO DOUBLE TOP PLA"fE RUN CONTINUOUS FULL HEIGHT 811. BOTTOM OF 48 o.c. ALONG WALL (1ST BAY ONLY) -PER PLAN - GMU BOND BEAM w/ SIMPSUN hIETAl6 � copyright: Mu�HERN & KULP S E SU E P ATE TO RIM w OF WALL FROM WALL (15T BAY ONLY ON ONE FA T N L L / EMBEDDED STRAP EA. PANEL " " 11 RIM TO DOUBLE TOP PLATE FASTEN SHEATHING TO EA. BLOCK w/ 5 - _ - SIDE OF HALL)structural Engineering, Inc 2 Y2"x0.13111 � 3" O.G. INTO. 3x0.131 NAILS D 6 O.G. � SHEATHING O II II -- r I #8 5GREW5 OR (5)2 Y2 x0.131 NAILS,777 SOLE PLATE TO RIM w/ 2 2 x0.131 NAILS @ 6 O.G. 2 Y2 x0.131 @ 3 O.G. INTO 50LE -- PLATE I yell (MIN.) 0515 RIM BOARD -JOIST 1 /811 I-JO15T5 (MIN.) 055 RIM BOARD. C • FASTEN TO EA. I -JOIST � TOP � _ Np -PER PLAN FASTEN RIM TO EA. BLKG X PER PLAN SUTTOM CHORD w/ (2) 3 Y4 x0.131 a� En NAILS / • PANEL w/ (3)3 Y4"xO.131" NAILS a 2 Y2"x0.131" @ 3" O.G. INTO RIM MIN. \/ a INL BOARD 2 Y2"x0.131" © 3" O.G. INTO RIM - .. 8" GMU BOND BEAM �, FASTEN EVERY OTHER I -JOIST ° BOARD,' _ W/ ll) #5 CONT. 05 G TO FASTEN RIM TO GMU BOND FASTEN EVERY B BLOGKIN (w/ WEB BLOGKIN6 BOTH SIDES FASTEN EVERY 0513 B FASTEN EVERY OTHER I-JO15T w WEB ) LOCKING TO coo (/ FASTEN RIM TO GMU BOND BUND BEAM w/ I SIMPSON HETAI6' VERT WALL REINF. TO CONT. RI ATOP p o BEAM w/ 51MP50N HETAI6 BE O TO BOND BEAM rt/ (I) 51MP50N BOND BEAM w/ (I) 51MP50N HE•fAl6 � � U BLOGKIN6 BOTH 51DE5) TO BOND AM BEAM w/ 51MP5ON. HETAI6 48" O.G. MAX * EXTEND INTO BOND BEAM WALL. FASTEN TO GMU „ EMBEDDED STRAP 24 O.G. 5 5 6 8" O GMAX) ) HETAI6 (48 O.G. MA.`) 148 O.G. MAX) N .� N/ (1) IMP ON HETAI (4 O.G. M ) EMBEDDED STRAP c� 24 O.G. BOND BEAM w/ 51MP50N 6" REINF" GMU WALL E EMBEDDED w VERT WALL REINF. TO H 7AI6 8 GMU BOND BEAM +1 4-r VERT WALL REINS. TO _ W 8 GMU BOND BEAM 8 GMU BOND BEAM 5EE PLAN FOR VERT. 5 24 0 IR .G. Wl 11) #5 CUNT. w ..EXTEND INTO BOND BEAM TRAP, ` EXTEND INTO BOND BEAM E I #5 GOVT. W/ (IJ #5 CONT. HORZ. REINF, 5PEG5 W/ O TT, 8 REINF. GMU WALL , _ 8" REINF. GMU 8 REINF. GMU WALL +� � M WALL _ a - tu o VERT WALL REINF: TO � ' -c C O E SEE PLAN FOR PERT: - SEE PLAN FOR VERT. l". 4 HORZ, REINF, SPECS 4 HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM Q SEE PLAN.. TI N SGT ION CC:S�GTION1_I ISc 3 - -0 ALE: /4 I 1X4 GATS @ 16 O.G. O GABLE E FASTENED T D L N W , FASTEN SHEATHING TO 2x42x4 BLOGKIN6 ,- L / M&K project number; TRU55 wl (1)3 x0.131 BLOGKING w/ 2%"X0.113 (3)3)/4 x0.131 - TOENAILS. PROVIDE N R.S. NAILS @ 4 O.G. TOENAILS EAGN END-FA57EN FLOOR SHEATHING 1 81-1 7006 SIMPSUN F13 CLIP SEE DETAIL20 ON TO BLOCKING w/2 Y2"x0.131" . OVERHANGS > 12" NAILS @ 6"O.G. 5TRUGTIRAL PLANS FOR project mgr: SDI x SEE DETAIL 56 ON ADDITIONAL GONNEGTION = = 5TRUGTURAL PLANS FOR INFO NOT 5HOWN HERE drawn by mJ GYPSUM BOARD I_ -4" MAX 2'-0" MIN ADDITIONAL GONNEGTION FASTEN ROOF SHEATHING TO PER ARGhI FOR INFO NOT SHOWN HERE issue date; 05-02-17 FA5GIA WITH 23/8"X0.113" R.S. FIREPROOFING (4) 3 Y4"x0.131" 1-JO15T5 ROOF 5HD5 NAILS © 61' U.G. NAILS GABLE : -SEE PLAN FASTEN EVERY OTHER _ SHALL BE GABLE END VERTICAL WEB - REVISIONS; REINFORGIN6 A5 REOURIED CONT. 24" MIN FA5TEN EA. ROOF TRU55 TO GMU I-JO15T (w/ WEB BLOGKIN6 A5 I-JO15T5 B ONTO ROOF - w/ SIMPSUN HT5M16 TW15T STRAP. REO'D) TO 2x BLOCKING w/ (1) -PER PLAN date; initial; Y TRU55 MANUF. - ' - FASTEN STRAP TO GMU wl (4)A" ' 5IMP50N A55 GLIP -- 09-25-17 MK YS" 058 RIM BOARD DIA. x 2 y4" LONG TITEN 5GREW5 OR I-JO15T 11-09-17 MK WALL CON5TRU6TION -SEE PLAN PROVIDE MOISTURE BARRIER c FASTEN VERY OTHER JOIST TO GMU 2x FASCIA PER 5TRUGTURAL PLAN (1) 51MP50N A55 PLATE (SIMPSON T55 OR SIM.) C� 12-11-17 MK _ -SEE ARGH SEE UPLIFT GONNEGTOR 3 Y4"xO.I31" TOENAILS o 1211 w/ SIMPSUN HT5M16 TWIST STRAP. t CLIP 16" O.G. EAGhI TRU55. FASTEN STRAP TO GMU w/ (4)Y4" DIA. 07-03-18 MK 2x SHEAR WALL 5GHEDULE ON PLAN5 FOR O.G. GONNEGTIN6 BOTTOM __ `t x 2 4 LONG TITEN 5GREW5 -SEE PLAN FOR GONNEGTOR 5PEGIFIGATIONS GNORD 'r0 TOP PLATE �� _ PROVIDE 2x FLAT BLOCKING FIT 4 TIGHT TO ROOF TRUSSES @ EVERY 2x6 FLAT BLOGKIN6 (BETWEEN I -JOIST 5PEGIFIGATION5. c O U55 O OTHER FASTEN RO F fR T FASTEN BOTTOM CHORD OF TH R BAY FASTENED TO `GMU w/ (3) I6 MIN. LENGTH) FASTENED DOWN TO DOUBLE TOP PLATE w/ PROVIDE 2x4 BLOCKING GABLE END TRU55 TO TOP Y4" DIA. x 3 Y2" LONG TAPCONS. Y2' LONG (3) 3 Y4"x0.131 TOENAILS PLATE WITH TRU55 T TO 2x4 BRAGS w/2x4 @ 48 O.G. IN FIRST (3) FASTEN BLOGKING TO ROOF TRUSSES TAPGON5 @ EA BAY. FASTEN RIM L_VLCLIPS c� 32" O.G. T-i3RAGE, SPACED c� BAY5 OF ROOF 4'_.011 O.G. MAX. FASTEN w/ (2) 3 /411x0.131" NAILS @ EA. END: BOARD, THRU WALL 5HT6., TO 2x TRU55E5-GUT TO FIT BLOGKING w/ 3"x0.131" NAILS © 311 o.c, 2x4 TO 'T w/ 3 Y x0.131 4 TIGHT BETWEEN TRU55 FASTEN BOTTOM OF 2x4 NA,IL5 @ 12" O.G. BOTTOM CHORDS BRAGE TO DBL. TOP (n PLATE w/ (1) SIMPSUN FASTEN DRYWALL TO � W T I.H2.5A 4 (2)3Y4"xo.I3111 Et BLOGKING w/5GREW5 PALE:: 8/4 -1-0 TOENAILS SC411211-011 /NAILS @ 6 O.G. 11_ 1 II Q INSTALL ROOF GL05 ROOF TRU55E5, ON OPPOSITE FACE OF BFARIN6 ON WALL WALL A5 5TUD TIES AS WHERE NOTED ON PLAN APPLIES DETAIL ONLY ' AIES AT 13FARIN6 NEGE55ARY WALLS SUPPORTING NOTES: ROOF TRU55E5. 1. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SEE TYP. FOUNDATION 5EE DETAIL 21 ON 51MP50N ET EPDXY).DETAILS FOR ADDITIOPROVIDE CRIPPLE a II .. .. . . STRUCTURAL PLANS FOR 2. PROV/4IDE DIA. HOLE FOR NAL DOWEL, 5TUD ABOVE HEADER' INFORMATION NOT SHOWN ADDITIONAL GONNEGTION BLOW OR BRUSH GLEAN.. HERE 4 JACK STUD INFO NOT 5HOWN HERE 3. FOLLOW MANUF. INSTALLATION 51MP50N R5P4 STUD REFER TO GONNEGTION REFER 'f0 GONNEGTION INSTRUCTIONS.PLATE TIF ®TOP BOT. 5PEGIFIGATIONS CHART ON 50.0 5PEGIFIGATIONS CHART ON 50.0 FUTURE 8 REFER 70 PLANS FOR OF 5TUD5 5PAGED PER FOR J015T / RIM BOARD 1-J015T5 FOR JOIST / RIM BOARD PLAN ALT. PER PLAN: GONNEGTION TO TOP PLATE (SEE PLAN) AS GMU BLOCK #5 VERT. BAR TO BE HEADER SIZE. ( GONNEGTION TO TOP PLATE 0513 BLOGKING © 48" 058 SHEATHED WALL IN - `-• LOCATED PER PLAN FASTEN TO KING W/ LIEU OF METAL TIES) O.G. FASTENED TO 2x \ I JOISTS DRILL 6 INTO EXIST'G p IN 6ROUTED CELL MIN. (3) 3"x0.131" NAILS BLOGKING w/ (1) -PER PLAN 5LAB, EPDXY d DRIVE I -JOISTS I SIMPSUN A35 CLIP #5 DOWEL, PROVIDE I TTT \413 No C MIN. 30" LAP SPLICE (5EE PLAN) W v I I m N I I z OPENING IN BR6: WALL 2 175 6" O.G.Fgpu x4 (MIN.) 5TU ®ISAS FASTEN VERY OTHER J015T TO GMU - I (SEE PLANS) • - I OR A5 NOTED ON PLANS N/ SIMP50N HT5MI6 TWIST STRAP. r � FASTEN STRAP TO GMU w/ (4) Y411 DIA. - - - - BLOCKIN6IF REQ'D. �Q, LJ NAIL 5TUD5 TOGETHER - - - -.. RIM BOARD OR BLKG I-J015T5 e , ° , - - T BY Jo 1ST MANUF. -� x 2 Y4° LONG TIT1=N 5GREW5 a� � • • a •, - - � � _I I -III -III -III -I PER DETAIL M PER J015T MNF. 2x6 FLAT BLOCKING TO EA. SIDE OF GRADE - I I. (.L., . � 1-1 � I=1 � I-1 � I-1 (SEE PLAN) �r - - - as - - - -1' FASTEN P.T. SOLE PLATE 05B BLOCKING (16 MIN. LENGTH) -I I_I I -I I -III I -III -III -ICI- I I 5 W _ _ _ PROVIDE 51MP5oN DSP TO 5LAB PER DETAIL REFER To DETAIL 3/�DI.O OR INTERIOR BRC. REFER TO DETAIL 3/51)1.0 OR INTERIOR BR6. 11d'.. •. I-�1 � ITI I I -ICI- Q , FASTENED DOWN TO GMU w/ (3)Y4 DIA. _ _ = a _ - _ TIE OR (1) H8 5TRAP ® I" ;; :: 3/51)1.0 U.N.O. PLANS 4/51)1.0 FOR SOLE PLATE WALL (SEE PLAN) 4/501.0 FOR 50LE PLATE WALL (SEE PLAN) x 5)/2" LONG TAPGONS. FASTEN RIM _r I-1 I -I I- -III-I TI I I-1 I 1-I i ? I= -III -III= BASF OP JACK KING0113 GONNEGTION TU GONGRETE GONNEGTION TO CONCRETE BOARD, THRU WALL 5HT6., TO 2x 11.=1 I I -III 1, =1 I- TO 50LE PLATE - - BLOGKING w/ 311x0.131" NAILS @ 3" o.c. �_ �I I- 5LAB FOUNDATION w .III•eIIIII�,III,;,III-Ii V 15T FL%. INTERIOR NOOD BEARING - TYP I CAL INTERIOR BEARING NALL PETA I L TYP I GAL INTERIOR BEARING RETROr I T DET, I L M 155 n nOW L R TROD I T nETA I L 1N LL GONN�GTI ON BLOW ROo W . I . Q R 5 T SCALE:: 3/4 =I -0 FeWE NDICULAR FRAMIH6 X SCALE: 3/4"=I' -O SCALE:: 3/4"=1'-0" SGALS: MS 51M. ®GNL! STEM FOR DRot�°E:a GRADE SCALE: N.T.S.